HomeMy WebLinkAbout19-21094 CITY OF ZEPHYRHILLS
5335-8th Street
j (813)780-0020 21094
ELECTRICAL PERMIT
.PERMIT INFORMATION LOCATION INFORMATION
Permit#:21094 Issued: 4/16/2019 Address: 39761 MEADOWOOD LP
Permit Type: ELECTRICAL MISC ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL ` Township: Range:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Sq. Feet: Est. Value: Book: Page:
Cost: 25,234.00 Total Fees: 322.50 Subdivision: MEADOWOOD ESTATES
Amount Paid: 322.50 Date Paid: 4/16/2019 Parcel Number: 13-26-21-0140-00000-0600
CONTRACTOR INFORMATION OWNER INFORMATION
Name: VIVINT INC Name: ORMOND SHAUN D &ASHELY
Addr: 4931 N 300 W Address: 39761 MEADOWOOD LOOP
PROVO, UT. 84604 ZEPHYRHILLS, FL. 33542-6779
Phone: (877)479-1670 Lic: Phone: (813)298-6399
Work Desc: INSTALLATION ROOF MOUNT SOLAR PHOTOVOLTAIC SYSTEM W/ ELECTRIC
APPLICATION FEES
ELECTRICAL FEE 217.50 BUILDING FEE 105.00
INSPECTIONS REQUIRE
ROUGH ELECTRIC T
A�j
CONSTRUCTION POLE WL
PRE-METER
FINAL
REINSPECTION FEES:(c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City
Codes and Ordinances.
O�L
CONTRACTOR PERNI OFFI
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax 813-780-0021
��. Building Department Q
Date Received t Phone Contact for Permitting
IL Q \ cJ
Owner's Name A S N 1,E L4 012—M 0 N 6 Ir (J )
Owriees Address iCl 7(0( �•'t E A W W O O b L p • Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 30(-110 MEAb0VJOOD 1,P. LOT#
SUBDMSION PARCEL ID# (3-2(a -L1 -01140 — 00000—Oc.¢00
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR B ADD/ALT SIGN 0 0 DEMOLISH
INSTALL REPAIR
PROPOSED USE =I SFR Q COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL =
DESCRIPTION OF WORK TNSTn LL TLO p� O,p +q ROO F' Moot, rmb pR O'rOVO Lmr N:c S
BUILDING SIZE SO FOOTAGE= HEIGHT
BUILDING $ , g0 VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL $ �I AMP SERVICE PROGRESS ENERGY W.R.E.C.
= Za � 4�.7 0 hhC�(�0
=PLUMBING $ I 24 V 6 /
=MECHANICAL $ I VALUATION OF MECHANICAL INSTALLATION ��
=GAS =I ROOFING = SPECIALTY = OTHER 2,
(�
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER r�C MPANY �/
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
ELECTRICIAN I o COMPANY I W
SIGNATUR REEGISTERED N_J FEE CURREN Y/N
Address 00 W H A M N r
G. 1 A License# I EC(3()0 I
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE i REGISTERED Y/ N ' FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
1111111111111111111111111111111111111111111111111111111111111111111
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Farms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsflarge projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
"PROPERTY SURVEY required for all NEW construction.
Directions..
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500)
Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and
90-07,as amended. The undersigned also understands,that such fees, as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner',I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner"prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use'of fill is not allowed in Flood Zone"W unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction,I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one(1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or
set aside any provisions of the technical.codes,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YN INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF JaOMMENCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACT R
Lt&L-U A'-
Subscribed and sworn to(or affirmed)before me this 4is/ar
w r r d before me this 69
by by
Who is/are personally known to me or has/have produced Whoersonally known o me o as Nave pr du ed
as identification. as identification.
Notary Public Notary Public
Commission No. Commission No.
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
City of Zephyrh'Us
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: V!'VM+- sD C�
Date Received: --l
Site: 7
Permit Type: lejV
Approved w/no comments. Approved w/the below comments: Denied w/the below comments: Cl
This co ent sheet shall be kept with the permit and/or plans.
APR 1 `0 2019
alvi witzer—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
INSTR#2019054408 OR BK 9882 PG 3005 Page 1 of 1
04/02/2019 09:27 AM Rcpt:2041918 Rec:10.00 DS:0.00 IT:0.00
PauCa S. U'NeX Ph.D., Pasco County CCerk&Comptroftfer
Permit No. ParcellDNo �'J �(�� —01 T 00600
NOTICE OF COMMENCEMENT
Stateof Florida Countyot Pasco
THE UNDERSIGNED hereby gives notice that improvement will be made to cortain teat property,and in accordance with Chapter 71Z Florida Statutes,
the following information is provided in this Notice of Cornmenctmherrt
1. Description of Property: Parcel Identification No.
SSteetAddress �� r0{i,_tom! (�A►��6 9 11 E irC� l�Mi!{VIf,Y �(/i
IGeneral Description of improvement Installation of a roof-mounted solar photovoltato system
3. Owner lafarmatan or Lessee intormation if the Lessee contracted far the improvement
tin
Address City �T. State,
interest in Property.
Name of Fee Simple Titleholder.
(If drifferentfrom Owner listed above)
Address City Vivint Solar Developer LLC Stare
4. Contractor. —' -
Name
HanaaAve Tampa _ FLU
Address City Sta1e"
Contractm"s Telephone Na.: (813)359.1228
S. Surety:
Name
Address City State .
Amount of Bond S Telephone No.:
e. Lander.
Name
Address City I State
Lenders Telephone No.:
7. Persons within the State of Florida designated by the owner upon whom notices-or other documents may be served as provided by
Section 713.13(1)(a)M,Florida Statutes:
Name
Address City State
Telephone Number of Designated Person:
t3. In addition to himseM,,the owner designates Off_
to receive a copy of the Uenors Notice as provided in Satan 713.13(1)(b),Florida Statutes,
Telephone Number of Parson or Entity Designated by Owner.
9. Expiration date of Notice of Commencement(the expiration date may'nat be before the compMtonyf qor�en�j Qeymerd to the
contractor,but will be one year from the date at recording unless a different date is specified): GIJ F� -
WARNING To OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
*ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 7IaIZI, FLORIDA STATUTES, AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under Wenaltdgof ea d III flare that I have read the foregoing'notice of commencement and that the fads stated therein are true to the best
STATE OF FLORIDA VIM
COUNTY OF PASCO
re of Owner ar s or s'Author zed
Otfioar9Diredodpartner/ 1 p
tU
� Signatory'sTittef
The foregoing insttumerdwasad �
vraMedgedbeforenothis�day of/�.twl�w .201�by ' ka.w,
arty.*g..ofiicer�tuistee,atmmay in factt for .
(name m instrument'w"exacut id). ... ,..
Personally Known OR Produced Identrriation Notary Signature
Type ot Identification ProduadQ(pS�� Name ri � ,>,;;,�� �.•;-. '..- "•...;
ys* Notary Public State of Fit)fwa "
TImathy A Hinei
-A s fray Commt woe►Go 141N@
wpdatafbcs(nateaomme—menLpe053048 rote pd� Evnes o9/08PZ021
STATE OF FLORIDA, COUNTY OF PASCO
THIS IS TO CERTIFY THAT THE FOREGOING ISA
TRUE AND CORRECT COPY OF THE DOCUMENT
ON FILE OR OF PUBLIC RECORD IN THIS OFFICE
WITNESS MY HAND AND OFFICI SEAL TH- -'
DAY OF
PAULA S. O'NEI - L &COMPTROLLER
t3Y. DEPUTY CLERK
ems€► m� � r
m' �
VIVint so I r 1800 W Ashton Blvd.
Structural Group Lehi, UT 84043
J.Matthew Walsh,PE Samuel Brown,PE
Senior Structural Engineering Manager Structural Engineer
james.walshL@vivintsolar.com sam.brownQa vivintsolar.com
March 18,2019
Revised March 26,2019
Re: Structural Engineering Services
Ormond Residence
39761 Meadowood Loop,Zephyrhills, FL
S-6071826; FL-01
To Whom It May Concern:
We have reviewed the following information regarding solar panel installation on the roof of the above referenced
home:
1. Site Visit by a representative from our office under my supervision identifying specific interior and
exterior site information including the condition of the existing roof system and the size, spacing, and
condition of existing structural framing members. Information gathered during the site visit includes
photographs, sketches,and verification forms.
2. Design drawings of the proposed PV System layout, including details to mount the new solar panels to
the existing roof.
Based on the above information,we have evaluated the structural capacity of the existing roof system to support the
additional loads imposed by the solar panels and have the following comments related to our review and evaluation:
A. Description of Residence:
The existing residence is typical wood framing construction with a maximum of two layers of composite shingle
roofing. All wood material utilized for the roof system is assumed to be Southern Pine#2 or better with standard
construction components and consists of the following:
• Roof Sections: Prefabricated trusses at 24" on-center. Survey photos indicate that there was free
access to verify the framing size and spacing.
B. Loading Criteria
8.02 PSF= Dead Load (roofing/framing)
2.59 PSF= Dead Load (solar panels/mounting hardware)
10.61 PSF=Total Dead Load
20 PSF= Roof Live Load (based on local requirements)
Wind speed of 145 mph (based on Exposure Category D-the total area subject to wind uplift is calculated for the
Interior, Edge, and Corner Zones of the dwelling.)
C.Solar Panel Anchorage
1. Installation shall proceed in accordance with the applicable guidelines and recommendations indicated below.
If, during solar panel installation, the roof framing members appear unstable or deflect non-uniformly, our office
should be notified before proceeding with the installation.
• EcoFasten Solar Installation Manual, which can be found on the EcoFasten Solar website
(www.ecofastensolar.com).
2. The solar panels are 11W thick and mounted 41/2' off the roof for a total height off the existing roof of 6". At no
time will the panels be mounted higher than 6"above the existing plane of the roof.
Page 1 of vivant® s
0, 1 f
4
Page 2 of 2
3. The following mounting types shall be used. Please refer to the mounting details for the associated required
penetration depth. Based on our evaluation, the pullout demand is less than the maximum allowable per
connection and therefore is adequate.
• EcoFasten Solar: (1) 5/16" lag screw. Pullout capacity based on National Design Specifications (NDS)
of timber construction specifications for Southern Pine is 235 Ibs/inch penetration.
4. The maximum allowed spacing was calculated for the Wind Speed shown in paragraph B above, using the wind
load uplift procedures of ASCE 7-10 and is specified below. These spacing requirements apply to all mount
types indicated above. The following values have been verified by in-house testing and the mounting hardware
manufacturers'data, which are available upon request. Panel support connections should be staggered,where
possible,to distribute load to adjacent members.
Modules in Landscape Modules in Portrait
Roof Zone Interior Ede Corner Interior Ede Corner
Max Vertical Spacing in 40 40 40 66 66 66
Max Horizontal Spacing in 48 48 48 48 48 48
Max Uplift Load Ibs 566 451 417 566 451 417
D.Summary
Based on the above evaluation,with appropriate panel anchors being utilized the roof system designed on will
adequately support the additional loading imposed by the solar panels, if installed correctly.This evaluation has
been performed for the structural elements only and verifies that they are in conformance with the 2017 Florida
Building Code- Residential 6th Edition, current industry standards and practice, and the information supplied to us
at the time of this report.
If there are any questions regarding the above, or if more information is required, please contact me.
\\\1111 I I I///,/
P��HE W�//// .
Regards,
J. Matthew Walsh, PE * N�84, 3 ;
FL License No. 84923 �/( .G —
STATE OF
LORIDP_,-G`�\\��
SSIONAL Ctx \\��
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03/26/2019
t
�viv® i?a 1800 did Ashton Blvd.
in ^%' .i 1 ; Lehi, ITT 84043
Structural Group
J.Matthew Walsh,PE Samuel Brown,PE
Senior Structural Engineering Manager Structural Engineer
JameawalshW,ivintsolaf com sam brown(H1,Vl!iMisolar com
Structural Analysis Report
Project Address Date: March 26,2019
Ormond Residence
39761 Meadowood Loop
Zephyrhills,FL
S-6071826
Residence
Roof Area 1764 sf
Upper Floor Area 0 sf
Number of Stories 1
Type of Construction Wood-Framed with Rated shear panels
Mean Roof height 15 ft
Upper Floor height 0 ft
Location Parameters
Latitude 33.841
Longitude -117.85
Site Class D
Risk Category II
Seismic Parameters
SS= 1.50 g 0.2 sec Spectral Response Acceleration
S, = 0.55 g 1.0 sec Spectral Response Acceleration
Fa= 1.0 Site Coefficient from ASCE 7-10,Table 11.4-1
FV= 1.5 Site Coefficient from ASCE 7-10;Table 11.4-2
SDS= 1.00 g Short Period Design Spectral Acceleration
SD1 = 0.55 g 1 Second Period Design Spectral Acceleration
Wind Parameters
Wind Speed 145.mph
Exposure Category D
Roof Angle, 0 18.1 deg
Product Information
No.of Panels 37 \ P.��VA W
Weight 2.59 psf including mounting system �� �GENSF•,
Installed Area 650.6 ft2 r" o
No.of Connectors 49
Summary STATE OF ;4
Mexisting 1222.10 lb-ft 5 • �COR1OP:-'�jN���
M = 462.71 lb-ft v// s`S/`•----
new ONA' 3/26/2019
Total Stress Due to New Gravity Loads is less than Existing Loads.OK
viva nt y.
. _
Page 1 of 3
Existing Structural Elements Carrying Gravity Load
2015 International Existing Building Code Section 807.4
2015 International Residential Code Section AJ501.4
2017 Florida Building Code-Residential 6th Edition,Section AJ104.1
Existing
Roof Dead Load Roof Live Load
4 psf Composite Shingle 20 psf
2 psf 3/4"Plywood Sheathing
1 psf Roof Framing @ 24 in.o.c. Ground Snow Load
0 psf Ceiling,Mechanical,Electrical 0 psf
1 psf Miscellaneous
8 psf TOTAL
Wall Dead Load
8 ft Wall Height
300 ft Wall Length
12 psf Wall Weight
Additional
Roof Dead Load Roof Live Load with Solar Panels
2.59 psf Solar Panel Weight 0 psf
Total per Rafter
Total Existing Roof Load=DLRooF+(LLRooF or Snow)x Spacing
56.04 plf
Total New Roof Load=DLRooF+DLADD+(LLRooF or Snow)x Spacing
21.22 plf
.Change in Demand=(Total New Load-Existing Load)/Existing Load
-62.14%
Total New Gravity Loads are less than Existing Loads.OK
2015 IEBC Section 807.4 states:
"Where addition or replacement of roofing or replacement of equipment results in additional dead loads,structural components supporting
such reroofing or equipment shall comply with the gravity load requirements of the International Building Code requirements.EXCEPTION
1.Structural elements where the additional dead load from the roofing or equipment does not increase the force in the element by more than 5
percent."
2015 IRC Section AJ501.4 states:
"The minimum design loads for the structure shall be the loads applicable at the time the building was constructed,provided that a dangerous
condition is not created. Structural elements that are uncovered during the course of the alteration and that are found to be unsound or
dangerous shall be made to comply with the applicable requirements of this code."
2017 Florida Building Code-Residential 6th Edition,Section AJ104.1 states:
"Detached one-or two-family dwellings that are not irregular buildings under Section R301.2.2.2.5 and are not undergoing an extensive
reconstruction shall not be required to be evaluated."
Page 2 of 3 viv'n .
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Wind Uplift
Simplified Procedure for Components and Cladding
ASCE 7-10,Section 30.5
V= 145 mph Basic Wind Speed
Exposure D ASCE 7-10,Section 26.7
A = 1.47 Adjustment Factor for building height,ASCE 7-10,Figure 30.5-1
KZt= 1 Topographic Factor,ASCE 7-10,Section 26.8.2
Roof 0= 18.1 deg
sanehor= 48 in Horizontal spacing of roof anchors
Af;b= 21.60 sf Panel Area tributary to each roof anchor
Pnet30 Net Wind Design Pressure,ASCE 7-10,Figure 30.5-1
Roof Zone Zone 1 Zone 2 Zone 3 As shown in ASCE 7-10,Figure 30.5-1
31.5 psf 49.1 psf 89.3 psf
Pnet=AKztPn.60= Design Wind Uplift Pressure,ASCE 7-10,Equation 30.5-1
Zone 1 Zone 2 Zone 3
46 psf 72 psf 131 psf
Pnet= 16 psf Minimum Design Wind Pressure,ASCE 7-10,Section 30.2.2
Use 46 psf Use 72 psf Use 131 psf
Connection to Existing Roof Framing
F.S.= 1 Additional Factor of Safety applied to withdrawal force,if desired
AMb= 21.60 ft`
DLpanel= 2.59 psf
Zone 1 Zone 2 Zone 3
W„Plia= 46 psf 72 psf 131 psf
Pia,=F.S.x Atrib x(0.61)-0.6W) Withdrawal force for each roof anchor
Zone 1 Zone 2 Zone 3
-565.6lbs -450.91bs -416.71bs
Connection Capacity
db= 5/16 in Lag Screw diameter
DpC1= 2.50 in Lag Screw penetration into existing framing member
Southern Pine Species of wood framing
CD= 1.6 Load Duration Factor for Wind Loading,NDS Table 2.3.2
Ct= 0.7 Temperature Factor,NDS Table 10.3.4
W= 235 lb/in Withdrawal Capacity NDS Equation 12.2-1
W'=CD x Ct x W= 263 lb/in Adjusted withdrawal value
Pattuw=Dpen x W'= 6571bs Based on penetration depth
Zone 1 Zone 2 Zone 3
DEMAND= 566 lbs 451 lbs 417 lbs
Max Load=0.861 OK
CAPACITY= 6571bs 657 lbs 657 lbs
Page 3 of 3 iv' .
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LINEAR PERFORMANCE WARRANTY
10 Year Product warranty • 25 Year Linear Power Warranty
•IS09001:2008 Quality Standards
•IS014001:2004 Environmental Standards
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Nomenclature: ® Linear performance warranty
100% - Standard performance warranty
JKM310M- 60B 97% Actcltttonat err rn
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Engineering Drawing
992t2mm(39.06') 40.M(1.57-) 942 t2mm(37.09') Current-voltage&Power-Voltage Temperature Dependence
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Cell Type -Monocrysta!line PERC 156x156mm(6 inch)
No.of Cells -6-0—(6x10)
Dimensions 1650x992x40mm(64.97x39,06x1.57 inch)
Weight 18.5 kg(40.8 lbs.)
I — — --T
Front Glass i2r�m, Eating,
High Transmission,Low Iron,Tempered Glass
Packaging Configurations Frame Anodized Aluminium Alloy(Black)
_LTwo boxes-One Pallet) Junction Box IP67 Rated
26 pcs/b6x,52 pcs/pallet,728 pcs/40'HQ Container Output Cables 12 AWG,Length:900mm(35.43 inch)
Fire Type Type;�I
SPECIFICATIONS
Module Type JKM290M-60 JKM295M-60 JKM300M-60 JKM305M-60 JKN1310M-60
STC NOCT STC N CT STC' NOCT src Nocr 'STC NO
Maximum Power(Pmax) 290Wp 216Wp 295Wp 220Wp 30OWp 224Wp 305Wp 227Wp 310Wp 231Wp
_Maximum Power Voltage(YMp) 32.2V 30.2V 32AV 30.4V 32.6V 30.6V 32.8V 30,8V 33.OV 31.OV
Maximum Power Current(Imp) 9,02A 7.15A 910A 7.24A 9.21A 7.32A 9.30A 7.40A 9A0A 7.49A
Open circuit Volt (Voc 39.5V 36.6V 397V 36.8V 40.IV, 37.OV 403V 37.2V 40.5V 37AV
Short-circuit Current(Isc) 9,65A 7.81A 9,61A T89A 9.72A 8.01A 9.83A 8.12A 9.92A 820A
MqqulIq Efficiency STC r/�) L2 8.33% 18.63�� 18.94%
_ -- - - __1�_
Operating Temperature(C)
Maximum System Voltage
--1CTVDC(YL and 1EC)
Maximum Series Fuse Rating 20A
Power Tolerance 0-+3
Temperature Coefficients of Pmax .0.39%/*C
Temperature Coefficients of Voc
Temperature Coefficients of Isc, 0.048%/'C
Nominal Operating Cell Temperature (NOCT) 45±2°C
STC -19.-irradiance 1000W/M2 Cell Temperature 25°C AM=1.5
NOCT: "lkIrradiance 80OW/m2 Wind Speed Im/s
L4gj Ambient Temperature 20°C AM=1.5
Power measurement tolerance:±3%
CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT.
Jinko Solar Co_Ltd.All rights reserved. Specifications included in this datasheet are subject to change without notice*
US-lv1KT-310M-60_1.0_rev2017
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SpecificallY des- with
" Record- fined to work with H►�_Wave technology
breaking efficiency Power optimizers
Fixed voita
" Integrated ge inverter for longer strings
grate protec
" UL1741 ti
SA arc fault
Extra A certified,for CpuC R and rapid shutdown for
Extremely small Rule 21 grid com NEC
High relia and easy to install pliance 20�4 and 2017 per article
bititY without a outdoors 690.
-.Built-i an
electrolytic °r indoors 11 and 690.12
n module Out
monitoring' Ytic capacitors.
Optional- Revenue
grade
d_ata,ANSI_C1_2_.20 Class
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SE3000H-US/SE380OH-US/SE5000H-US/SE6000H-US/SE760OH-US
SE30DOH US SE380OH-US SESOOOH-US J SE6000H-US I SE760OH-US
OUTPUT
Rated AC Power Output 3000 3800 5000 6000 7600 VA
...................
Max AC Power Output 3000 3800 5000 6000 7600 VA
AC Output Voltage Min Nom Max (183 208 229) ✓ Vac
.................. ................... ...................
AC Output Voltage Min:Nom:Max.(211-240-264) ✓ ✓ ✓ ✓ ✓ Vac
.........
............
AC Frequency(Nominal) 59.3-60-60.511) Hz
................................................... ......... .................. ............
Maximum Continuous Output Current 208V .... .........-. 24 _ _
......................................................... ............... ........ I.... A............. .......
Maximum Continuous Output Current 240V 12:5 16 21 25 32 A
........
GFDI Threshold 1 A
................................................... ....................................................................
Utility Monitoring,Islanding Protection, Yes
Count ConfigurableThresholds
INPUT
Maximum DC Power 4650 5900 7750 9300 11800 W
........ ............
Transformer-less,Ungrounded Yes
......................................................... ................................................................................................... ............
Maximum Input Voltage 480 Vdc
.I................................................. ............................................................................... ............
Nominal DC Input Voltage 380 400 Vdc
Maximum Input Current 208V 1'i 13.5 Adc......... m.l............................................ ................... ................... ... . ...... .....
Maximum Input Current 240V 1zl 8.5 10:5 13.5 16:5 20 Adc.............................. .......
Max.Input Short Circuit Current 45 Adc
.......
Reverse-Polarity Protection Yes
......................................................... ................... ................................................................................ ............
Ground-Fault Isolation Detection 600ko Sensitivity
............Y.......................... ................... ... ....... ........ ..... .... . ................. ...........................
Maximum Inverter Efficient 99 g9.2
........................
CEC Weighted Efficiency 99
........................ ............................... ................................................................... ............
Nighttime Power Consumption <2.5 W _
ADDITIONAL FEATURES
Supported Communication Interfaces R5485:Ethernet,ZigBee(optional),Cellular(optional)
............................................. ......... .................. ............
Revenue Grade Data,ANSI C12.20 Optional("
.................................................. ................................................................................................... ............
Rapid Shutdown-NEC 2014 and 2017 690.12 Automatic Rapid Shutdown upon AC Grid Disconnect
STANDARD COMPLIANCE
Safety UL1741,UL1741 SA,UL1699B,CSA C22.2.Canadian AFCI according to T.I.L.M-07
............. g
Grid Connection Standards IEEE1547,Rule 21,Rule 14(HI)
.................................................... ............................ ................................. ...........
Emissions FCC Part 15 Class B
INSTALLATION SPECIFICATIONS
Conduit/14-6 AWG
AC Output Conduit Size/AWG Range ............ . ............ ... .................0.75... ........... ..................................I........ ............
Dimensions with Safet.Switch.(HxWxD) 17.. x 14.6 /1-2 strings/14.. AWG
DC Input Conduit Size/if of Strings/AWG Range 0.75-1" Conduit
. . ....... x6.8 /450x370x174 in/mm.
Wei ht with Safety ...x6.8. ....... ..... ....... . . .........
.g..............Switch........................... I..............22/10...I............ ....25.1..1.................I....26.2/1................. ..fib..kg...
Noise .................<25 50 ...
.................................. ....... dBA.
Natural
convection and
Cooling Natural Convection internal fan
(user
.....i replaceable)....................................... ................................... .. .....I...
...
Operating Temperature Range .13 to+140/-25 to+60(+)(-40`F/:40°C option)(') 'F/'C
.........I................ y ..... ) ............. ....
Protection Rating NEMA 31 Inverter with Safet Switch
)')For other regional settings please contact SolarEdge support
(')A higher current source may be used;the inverter will limit its input current to the values stated
1ti Revenue grade inverter P/N:SExxxxH-US000NNC2
Power de-rating From 50-C
isl-40 version P/N:SExxxxH-US000NNU4
rom
0 SolarEdge Tachnologiies.Inc;All rights reserved.SOLAREDGE, OPTIMIZED